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A Review of Structural Health Monitoring of a Football Stadium for Human Comfort and Structural Performance

机译:人类舒适与结构性能的足球场结构健康监测述评

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Stadium structures may suffer from vibration serviceability problems due to light weight and rapid constructions as well as considerations such as improved line of sight and increased capacity. In this context, Structural Health Monitoring (SHM) data can be implemented to track and evaluate performance of such structures during different events. This paper presents findings from a Structural Identification (St-Id) implementation to a football stadium to evaluate the structural performance by means of a detailed Finite Element (FE) model validated using experimental data. The stadium was monitored for three years to determine the vibration levels during different games and different events, e.g. goals, interceptions and playing a particular song. It is observed that certain events and long periods of playing particular songs generate vibration levels that create uncomfortable situations for the spectators based on the design codes. Laboratory studies were conducted to determine the forcing functions experimentally due to jumping with the rhythm of a song that was often played in the stadium. The FE model of the stadium was developed and validated using the modal analysis results from the ambient vibration data. The experimentally obtained loading functions were used with the FE model to simulate the behavior under spectators' loading.
机译:体育场结构可能由于轻质和快速的结构以及诸如改进的视线和增加的容量等考虑而遭受振动可用性问题。在这种情况下,可以实现结构健康监测(SHM)数据以在不同事件期间跟踪和评估这种结构的性能。本文介绍了对足球场的结构识别(ST-ID)实施的结果,以通过使用实验数据验证的详细有限元(FE)模型来评估结构性能。该体育场被监测三年来确定不同游戏和不同事件期间的振动水平,例如,目标,拦截和播放特定歌曲。观察到某些事件和长期播放特定歌曲产生基于设计代码为观众创造不舒服的情况的振动水平。进行实验室研究以确定由于跳跃的歌曲的节奏,在体育场中常用的歌曲跳跃。使用环境振动数据的模态分析结果开发并验证了体育场的FE模型。实验获得的加载功能与FE模型一起使用,以模拟观众加载下的行为。

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